Summary for Test 2023-06-14-32-1
Test performed: CTM 216-June 2011Project Information
Project Identifiers | Project ID: 994144 DEA: 060W15V4 EFIS: 0619000107 |
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DIST-CO-RTE-PM | 06-KER-58,204-R53.4/R54.5,R0.0/4.6 |
Award Date | 10/06/2022 |
Closeout Date | Not set |
Work Description | MODIFY SIGNAL AND LIGHTING SYSTEMS AND REPLACE CURB RAMPS. |
Location Description | KERN COUNTY IN BAKERSFIELD ON ROUTE 58 FROM SOUTH H STREET OVERCROSSING TO ROUTE 204 AND ON ROUTE 204 FROM ROUTE 58/204 SEPARATION TO L STREET |
QA Service Level | 1 (Verified on 07/28/2022) |
Sample Information
Sample Taken Date | 06/14/2023 | Sample Unique Key | 32 |
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Will the laboratory/organization for which you are a member perform testing on this material sample? | Yes | Date that the sample was received by the laboratory/organization performing the testing | 06/14/2023 |
Sample type | Acceptance | A brief description of the sample | Roadway Material |
The quantity of what the sample constitutes | 40 lbs native material | From where was the sample collected | Job Site |
First name of sampler or witnessed by | James | Last name of sampler or witnessed by | Watson |
Title of sampler | Materials Tester | Telephone number of sampler | 6615498281 |
Laboratory sample identification | 3 | Linked DIME Sample ID | |
The fabricator/manufacturer/facility name | Existing Subgrade | Transportation Laboratory (TL) Number | |
Inspector Lot Number from the Transportation Laboratory (TL) Form | Structure unique identifier | ||
Structure name |
Material Information
Material Type | Soil | The fabricator's/manufacturer's product name for the sample | |
---|---|---|---|
The fabricator/manufacturer designation for the sample | A detailed description of where the material sample was collected | Test holes at jobsite | |
Where the material sample would have been placed if not sampled |
Test Details
DIME Sample ID: 2023-06-14-32
DIME Test ID: 2023-06-14-32-1
Testing Lab: CT D06 - Bakersfield Field Laboratory
Test Method: CTM 216-June 2011: Method of Test for Relative Compaction of Untreated and Treated Soils and Aggregates
Test Release Date: 2023-06-15
Test Results
Is oversize material: No
Input Type: Measured
Tester's full name: Neale Brown
Date of test: 06/14/2023
In-place wet density: 2.10
Highest adjust wet density: 2.19
% Moisture: 4.5 %
Optimum Moisture: 8.5 %
Relative compaction: 96
General comments (publicly viewable) (Max 1000 characters): Curb Ramps # 1 and #3 sidewalk sta 11+24.46 to 12+09.85 elevation: 0.33' bFG width 4 ft probe 8"
Test File Attachments
File Name | Extension | File Size | Date Uploaded | Test ID | Actions |
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06-0W15V4_3700_230614_3&4 | 217.17 KB | 06/15/2023 | 2023-06-14-32-1 | Info |
Test was verified on 6/15/2023 ✔